Glass at Elevated Temperatures and in Fire

A special issue of Fire (ISSN 2571-6255). This special issue belongs to the section "Mathematical Modelling and Numerical Simulation of Combustion and Fire".

Deadline for manuscript submissions: closed (17 April 2024) | Viewed by 3085

Special Issue Editors


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Guest Editor
Department of Structural Engineering, Silesian University of Technology, Akademicka 5, 44-100 Gliwice, Poland
Interests: building materials; structural glass; façades; glass composites; experiments; numerical simulations
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Special Issue Information

Dear Colleagues,

In recent years, glass has been a largely used material for load-bearing or nonstructural components in buildings and other constructions. This includes building components such as facades, floors, roofs, walls, and columns that can be subjected to a multitude of permanent/accidental mechanical and thermal loads and their combinations. In spite of a large number of practical applications and research projects on structural glass, relatively little is understood about its mechanical performance under fire scenarios as a constructional material. As far as accidental design actions may derive from natural hazards, such a condition represents a huge limitation for design developments. Furthermore, wildfires represent a high risk in the same way as tornados, hurricanes, and earthquakes. For this reason, dedicated research, calculation methods, and approaches are required to understand the major loading and boundary conditions that are of technical interest for safe design purposes. Among others, the resistance and mechanical performance of glass elements under fire exposure still represent an open challenge.

The goal of this Special Issue is to compile a set of scientific articles describing the phenomena related to the behaviour of glass at elevated temperature and in fire. In this Special Issue, original research articles and reviews are welcome. Research areas may include (but are not limited to) the following:

  • Reliability of the available failure detection methods;
  • Definition of standardized procedures;
  • Determination of properties of glass;
  • Development of numerical simulations;
  • Development of simplified, analytical methods for failure detection;
  • Experimental testing.

We look forward to receiving your contributions.

Dr. Chiara Bedon
Dr. Marcin Kozlowski
Guest Editors

Manuscript Submission Information

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Submitted manuscripts should not have been published previously, nor be under consideration for publication elsewhere (except conference proceedings papers). All manuscripts are thoroughly refereed through a single-blind peer-review process. A guide for authors and other relevant information for submission of manuscripts is available on the Instructions for Authors page. Fire is an international peer-reviewed open access monthly journal published by MDPI.

Please visit the Instructions for Authors page before submitting a manuscript. The Article Processing Charge (APC) for publication in this open access journal is 2400 CHF (Swiss Francs). Submitted papers should be well formatted and use good English. Authors may use MDPI's English editing service prior to publication or during author revisions.

Keywords

  • structural glass
  • fire
  • finite element analysis
  • material properties
  • thermal exposure
  • failure detection
  • experiments

Published Papers (2 papers)

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Research

14 pages, 4119 KiB  
Article
Study of Crack Generation and Expansion Behavior of Frame-Supported Float Glass after Heat Exposure
by Yanni Zhang, Luoxin Huang, Jun Deng, Zhichao Feng, Dan Yang, Xuemeng Liu and Shuai Zhang
Fire 2023, 6(7), 281; https://doi.org/10.3390/fire6070281 - 22 Jul 2023
Viewed by 1047
Abstract
Float glass installed with frame supports is broadly exploited in building construction. In a fire environment, the breakage of float glass significantly influences the dynamic development of the fire within the building space. The thermal rupture behavior of the frame-supported float glass subjected [...] Read more.
Float glass installed with frame supports is broadly exploited in building construction. In a fire environment, the breakage of float glass significantly influences the dynamic development of the fire within the building space. The thermal rupture behavior of the frame-supported float glass subjected to thermal loading is carefully examined using a self-built experimental system. The designed system is aimed at capturing crucial behavioral parameters. The experimental study reveals that the main reason for the breakage of the frame-supported float glass is the temperature difference on the glass surface, with a critical temperature difference of approximately 65 °C. The crack starts at the edge of the glass surface where the temperature difference is maximum and then rapidly expands. By intersecting the cracks, a crack island is configured, which is not dislodged under the stress of the supporting frame and the surrounding glass. A thermomechanical and micro-geometric model of the frame-supported float glass is developed based on the PFC2D program to show further the micro-crack expansion pattern of the frame-supported float glass under thermal loading. This scrutiny provides theoretical guidance for installing and using frame-supported float glass in construction projects and identifying fire evidence. Full article
(This article belongs to the Special Issue Glass at Elevated Temperatures and in Fire)
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14 pages, 6879 KiB  
Article
The Effects of the Large-Scale Factor on the Integrity Parameters of Monolithic Fire-Resistant Glass
by Marina Gravit, Daria Shabunina, Pavel Stratiy, Irina Leonidovna Kotlyarskaya and Maxim Sychov
Fire 2023, 6(3), 114; https://doi.org/10.3390/fire6030114 - 12 Mar 2023
Cited by 1 | Viewed by 1489
Abstract
Glass is widely used for the manufacture of the facades and interior glazing of buildings. Glass structures are subject to high fire safety requirements. Two methods are employed in this work: experimental studies of small-sized and large-sized samples and simulations of heating glass [...] Read more.
Glass is widely used for the manufacture of the facades and interior glazing of buildings. Glass structures are subject to high fire safety requirements. Two methods are employed in this work: experimental studies of small-sized and large-sized samples and simulations of heating glass structures. The results showed that large-sized samples of monolithic tempered glass, with dimensions of 4250 × 2000 × 8 mm and 2000 × 3000 × 8, that were inserted in a steel frame, if properly installed, provided fire resistance limits of E30/E45 and E60, respectively, for loss of integrity, which proves the influence of the dimensions of the glass panel on the fire resistance of the facade structure. The small-sized samples of monolithic tempered glass with dimensions of 1000 × 700 × 8 mm provided a fire resistance limit of E60 for loss of integrity. A large-sized sample of monolithic tempered glass measuring 4250 × 2000 × 8 mm and inserted into an aluminum frame provided a fire resistance limit of E60, proving the effect of the frame on the fire resistance of the structure. According to the results of several simulations, a conclusion was formed about the possibility of predicting the fire resistance limits of tempered glass based on its thickness and dimensions. During operations, these structures will be able to prevent the spread of fire and combustion products for the required time after the loss of integrity. The results of the study allow for the estimation of the influence of the scale factor on the falling of the glass from the frame in a fire (loss of integrity). Full article
(This article belongs to the Special Issue Glass at Elevated Temperatures and in Fire)
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